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HomeMy WebLinkAboutProduct Approval (3) . 1 B©S Home Log M I User Registration I Hot Topic I Submit Surcharge I Stats&Facts I Publications I Contact Us I BOS Stte Map I Links I search db a r m{^ I Product Approval a9 USER:Public User Et (I PPS �q Product Approval Menu>Product or Aoollotlon Search> - Ilea on >Application Detail FL# FL21848-R2 Application Type Revision Code Version 2017 Application Status Approve Comments Archived Product Manufacturer Assura Windows&Doors Address/Phone/Email 1543 N.Powerline Road Pompano Beach,FL 33069 (305)887-2646 Ext155 gberos@assurawindows.com Authorized Signature Gerardo Beros gberos@assurawindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Ass biies Compliance Method Evaluation rt from a Florida Registered Architect or a Licensed Florida Pro essional Engineer r1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jesus Gonzalez,P.E. i� Validation Checklist-Hardcopy Received Certificate of Independence FL21848 R2 COI SS-Assura Slidino Glass Door-CI 2017-RI.pdf Referenced Standard and Year(of Standard) ;Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/12/2018 Date Validated 01/27/2018 Date Pending FBC Approval 01/29/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 21848.1 Series"4000"Aluminum Sliding Non-impact resistant aluminum sliding glass door. Glass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL21848 R2 II SS-4000 Alum SGD(NI)-2017 DWG W15- Approved for use outside HVHZ:Yes 61.pdf_ Impact Resistant: No Verified By:Javad Ahmad PE#70592 Design Pressure:+55.3/-105.4 Created by Independent Third Party:Yes Other:See attached drawing W15-61 for span vs load Evaluation Reports combinations and installation instructions. FL21848 R2 AE SS-4000 Alum SGD(NI)-PAE 2017.Ddf Created by Independent Third Party:Yes 21848.2 Series"4100"Aluminum Sliding Large missile impact resistant aluminum sliding glass door. Glass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL21848 R2 II SS-4100 Alum SGD(LMI)-2017 DWG W17- Approved for use outside HVHZ:Yes 16-111.12_df Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure:+60/-60 Created by Independent Third Party:Yes Other:See attached drawing W17-16 for span vs load Evaluation Reports combinations and Installation instructions. FL21848 R2 AE SS-4100 Alum SGD(L-M)-PAE 2017.pdf Created by Independent Third Party:Yes 21848.3 Series 390 Aluminum Sliding Glass Large missile im siS nt alu sliding glass door Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21848 R2 II SS-Series 390 Alum SGD LMI 2017 DWG Approved for use outside HVHZ:Yes W12-31.Ddf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure:+80/-95 Created by Independent Third Party:Yes Other:See attached drawing W12-31 for span vs load Evaluation Reports mbinations and installation instructions FL21848 R2 AE SS-Series 390 Alu D(LMI -PAE 2017.Ddf Created by IndepeD&Aergird Party:Yes 21848.4 Series 390HP Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21848 R2 II SS-390HP SGD(LMI)-2017 DWG W14- Approved for use outside HVHZ:Yes 40j)dF Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure,+90/-140 Created by Independent Third Party:Yes Other:See attached drawing W14-40 for span vs load Evaluation Reports combinations and installation Instructions. FL21848 R2 AE SS-390HP SGD(LMI)-PAE 2017.pdf Created by Independent Third Party:Yes Back fdext i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:$50-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,mall addresses are public records.If you do not want your e-mail address released in response to a publlc-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used far official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To dehermine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: low-1' I eCfRk i Credit Card Safe HEAD ANCHORS L544%ft� CLUSTER OF 4 OR 6 AT STILE ENDS N SEE CHART ON SHEET 3 24'MAX FOR CAPACITY N? Z J HEAD -` O - _ q � I I HEAD ANCHORS 2 y rm. o d p e 220 3/8• p�" DOOR WIDTH 8"MAX. � HEAD/SILL A) ._ C1 o CORNERS m m O a Z C)ao0OU I, II LLaw= a == II II � � °v w JJ mq, g C 11 II O c a II n O Im C).I. I I �d b -- a ED — o O I II O2iov 48 1/8" 48 1/8' 7 0. FALSE MUNTIN — -• H E OPTIONAL D.L OPG. D.L.OPG. SINGLE ROW DOUBLE ROW I�, O o 56 1/8' JAMB ANCHORS JAMB ANCHORS �^ ❑. H' PANEL WIDTH 56 1/8' 24'MAX S -� SERIES-390 ALUMINUM SLIDING GLASS DOOR PANEL WIDTH SILL DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART � � SHOWN ON SHEET 3 & 3.1. t I-,, am,I SILL ANCHORS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o y REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE TYPICAL LEVATION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE 2 TRACK FRAMES. SILL ANCHORS 3 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS CLUSTER OF 4 S TO THE BUILDING STRUCTURE. --'AT STILE ENDS ANCHORS SHALL BE CORROSION RESISTANTr SPACED AS SHOWN ON DETAILS -- •- AT 3'O.C._ _ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE DOORS ARE RATED FOR LARGE-& SMALL MISSILE'IMPACT. °,m SHUTTERS ARE NOT REQUIRED. o m a g MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FL #21848 a m u ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1111 1T _ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METALT1 T�\, COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL THE A INSTALLATION T F THIS PRODUCTBASED ONTHIS PRODUCT REVALUATIO ♦♦♦``11w ��Q��� ��i� N 4 REQUIREMENTS OF THE 2017 FLORIDA BLDG, CODE&ADOPTED STANDARDS. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ♦ aj �10EN '•�'� THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ON THIS DOCUMENT. . n F FORA SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS DUO B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ADEQUACY ALTERED BY ANY MEANS. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR C-SITE SPECIFIC'PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED WATER INFILTRATION RESISTANCE ETC. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR) o __ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER . AND TO BE REVIEWED BY BUILDING OFFICIAL. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED Q $ TF F drawing no, ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THS IA7 THE SnE /L ♦ T 'n-3� MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ••. QIT�;`•• YY L ILABE C TO COMRCANCE PLY WITH SECTION SECT SECTION 09 9 2FLORIDA BUILDING CODE. THE PROFESSIONAL ENGINEER DE RECORD THAT PREPARED rt. 'll�`Isj At- ��♦♦♦♦ D-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNANRE F / JNI j11TT sheet 1 af13 Sealed:1/11/2018 HEAD ANCHORS *4 CLUSTER OF 4 OR 6 AT STILE ENDS- SEE CHART ON SHEET 3 -\ 24'MA%. FOR CAPACITY ro Z q _.__._ ... ... - •---- •---7L'.it ... _...._.._ HEAD ANCHORS S g TYP. d {�Wu 287 3/8" DOOR WIDTH _._-_...._------------ � � 0 p o y�NNzz� Q W'LL G F1 Q D D D �� 0 � pM v� 0 r m v 61 dam 0 0r _ L rl CIZ D � _� aivE� 43 3/8" 43 3J8' �T EL H D.L. OPG. D.L. OPC._ SINGLE ROW DOUBLE ROW 51 3/8' 51 3/8' JAMB ANCHORS. JAMB ANCHORS Al PANEL'WIDTH ._ PANEL WIDTH ..2 3° 24" MAX ry� TYP. SILL '• ' •• �� SILL ANCHORS c • C V . a3 TYPICAL ELEVATION 3 TRACK FRAMES SHOWN SILL ANCHORS 4 TRACK FRAMES SIMILAR CLUSTER of 4 m AT STILE ENDS o AT 3"D.C. w FL #21848 v`��v�6n®f4B�4g�4ii %Q � (drowing '%`4Z`.......R�or. W12-31 `� sheet.2 of 13� Sealed:1/11/2018 3/16"HEAT STREN'D GLASS _1/4'HEAT STREWD GLASS DESIGN LOAD CAPACITY - PSF 090"Interloyer 090"Int6rloyer LIGHT REINF. HEAVY REINF. Iil Satlex Clear And Color Gloss Satlex Clear And Color Glass OU39'61','GE'6'C4'CU58'Gl','C2'tr'G4' CLA39'C3'& By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' CLUSIER.OF 4 ANCHORS CLUSTER OF-4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS Z 3/i6'NEAT STREWD GLAS kI 1/4'HEAT 5THEN'0 CUSS PANEL LID - AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS PANEL WIDTH DOOR FiElOflf rn ,Z-� yyym INCHES INCHES EM.(+) SNr.(-) EXT.(+) INT.(-) EM.(+) INT.(-) TExr,(+) iNT.(-)-)SILICONE SWCONE - _ -32 GE RGS 7700 io GE RGS 7700 38 80.0 60.0 80.0 60.0 80.0 95.0 .09 o 9 l91 1 42 60.0 60.0 60.0 - 60.0 80.0 95.0 .048 60.060.0 60.0 60.0 80.0 95.0 .054 80 60.0 60.0 60.0 60.0 80.0 95.0 .0J5 35 60 V�60.0 60.0 60.0 60.0 80.0 90.6 .00 6B 60.0 80.0 80.0 60.0 80.0 87.8 .0 atq o 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 IL c p 42 60.0 60.0 60.0 60.0- _ 80.0 95.0 80.0 r 95.0 0'�b O 46 84 60.0 _ 80.0 80.0 60.0 BO.0 94.4 80.0 95.0 Z n GLASS TYPE 'G1' L S TYPE 'G2' 54 60.0 60.0 60.0 -60.0 80.0 88.3 80.0 95.0 J o 7/16'OVERALL LAMINATED GLASS 9/16' L LAMINATED GLASS 60 60.0 60.0 60.0 60.0 80.0 83.9 80.0 95.0 a 38 60.0 _ 60.0 60.0 60.0 80.0 95.0 60.0 95.0 42 60.0 _ 60.0 60.0 60.0 80.0 93.8 __80.0 - -�---- 1/4'HEAT STREN'D GLASS 48 90 �60.0 60.0 60.0 60.0 80.0 85.8 _ 80.0 95.0 v J .090"Interlayer 54 60,0 60.0 60.0 60.0 79.9 79.9 80.0 95.0 J 9entryGlas 36 60.0 60.0 60.0 60.0 _ 80_0 _ 94.4 80.0 95.0 w By 'Kureroy Amertca, Inc.' -- -- a 42 50.0 60.0 60.0 60.0__ 80.0- 84.1 80.0 95.0 p 1/4'HEAT STREWD GLASS 98 ---• - O 48 _ 60.0 - 60.0 60.0 60.0 76.5 76.5 80.0 95.0 0 tO10 • 54 ^60.0 60.0 60.0 60.0 70.9 70.9 80.0 95.0 90 M... e GECONE RGS 7700 36 - - 60.0 60.0 60.0 60.0 60.0 __60.0 ca �o r7 9 's 9 I ii 42 102 - - - 60.0 60.0 60.0 60.0 60.0 60.0 o m d �� li 48 - 60.0 60.0 60.0 60.0 60.0 60.0 V) 30 t 0 -_- _ 36 - - 60.0 60.0 60.0 60.0_ 60.0 60.0 C o o $ a: 35 42 106 - - 60.0 60.0 -_60.0 60.0 60.0 48 - - 60.0 ^60,0 60,0 60.0 60.0 60.0 0 0 rnr OZ o.. CLUSTER OF 6 APPLICABLE '� .E AT HEAD ONLY 93 �2 L0 GLASS TYPE 'G3' CLUSTER OF 4 TYPICAL AT SILL tn 9/16'OVERALL LAMINATED GLASS 1/4"TEMP. GLASS •-•1/4"TEMP, GLASS ISGRT REINF. HEAVY RRINF. 3/8"AIR SPACE -3/8'AIR SPACE DOOR WIDTH_ o 3/tfi'HEAT STREN'0 c1Ass -._3/16'HEAT STREN'D GLASS AVERAGE PANEL WIDTH NUMBER OF PANELS _ _ 090"Inteda er 090'Interlo er d Y Y ALL EXTERIOR(+) LOADS'SHOWN IN CHARTS ABOVE ARE -Satlex Clear And Color Gloss SentryClos By 'Eastman Chemical Co.' By'Kuraray Americo, Inc.' FOR DOORS WITH 3-1/2"SILL HEIGHTS. FOR 2-3/4"SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF - 3/16'HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS FOR 1-3/4'SILL HEIGHT LIMIT EXr.(+) LOADS TO 34.7 PSF Z as i m SEE SHEET 4 FOR DETAILS 2 o SILICONE -SIUCONE FL #21848 2 cc GE RGS 7700 \ 2 .i GE RGS 7700 1tp� p,TpT.t No.7059Z NOTE: GLASS CAPACITIES ON THIS SHEET ARE F �Q ••• '��� drOwmg no, BASED ON ASTM E1300-09 (3 SEC. GUSTS) �D�•' ' W12-31 GLASS TYPE 'G4' GLASS TYPE 'G5' \` 1-1/16"OVERALL INSUL UM. GLASS 1-1/16"OVERALL INSUL.LAM.GLASS DECLARATORY STATEMENT DCA05�DEC-219 sheet 3 of13 Sealed:1111/2018 DESIGN LOAD CAPACITY - PSF r/ LIGHT REINF. rX _ GLASS'GO'$'G6A' p�0p N CLUSTER OF 4 ANCHORS 3/16'HEAT STREN'D GLASS AIMAM AT STILE ENDS PLAID.WDTH DOOR HEIGFR.090" O p INCHES INCHES -(+) INT.(-) m x afle ICeear An G N s Saflex Clear And Color Glass 38 70.0 70.0 rJ By 'Eastman Chemical Co.' 42 70.0 70.0 O v�.. 090'Interloyer 48 80 70.0 70.0 4'C Troelfol PVB 54 70.0 70.0 ' By 'kuroray America, Inc. O ti 60 70.0 70.0 3/16'HEAT STREN'D GLASS 36 70.0 70.0 a& L7 S z 42 64 70.0 70.0 O L O 49 70.0 70.0 y 1D 32 SILICONE 54 70.0 70.0 9 ii GE RGS 77DO 36 70.0 70.0 pp�j Jp 42 GO 70.0 70.0 4,68 p g d 48 70.0 70.0 h• C�JJ '090 c 36 70.0 70.0 .J... J 42 98 70.0 70.0 48 70.0 70.0 _ S GLASS TYPE 'G6 c ^ 7/16'OVERALL LAMINATED GLASS oyo 'do") S Nye 7 `n O:E L 1/4'TEMP. GLASS LIGHT RSINF. = C O m n 3/e'AIR SPACE AVERAGE PANEL WIDTH _DOOR WIDT}i o a o NUMBER OF PANELS 3/10'HEAT STREN'D GLASS y7y E 090'Interlayer ¢ fL Sollex Clear And Color Glass ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE -----� By R'Eostman Chemical Co.' FOR DOORS WITH 3-1/2'SILL HEIGHTS. .090'Interloyer FOR 2-3/4'SILL HEIGHT LIMB ExT.(+) LOADS TO 60.0 PSF Troslfol PVB FOR 1-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF By'kuraroy America, Inc.' SEE SHEET 4 FOR DETAILS 3/16'HEAT STREN'D GLASS z o yya�� SILICONE 'a r� 2 GE RGS 7700 M II .I! • 9A FL #21848 g qAH GLASS TYPE 'G6A' e $1-1/16'OVERALL INSUL. LAM.GLASS No.70592,'. ,••*- � � NOTE: '� r� o GLASS CAPACITIES ON THIS SHEET ARE CA drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) .R% Cy r' W12AND -31 DECLARATOIRY STATEMENT DCA05DA BUILDING �DEC-219 '// !� 1� \\\ sheet 3.1of13 Sealed:1/11=I 8 o- N Ck J OX(SHOWN) _XO P 4 f 9p�= s xx p, Capp OXO (SHOWN) XXX (SHOWN) ------"- ------- a _ o OXX OXX a silo xxo xxo LE! HNI o ------ ------ OXXO(SHOWN) --- -- --- v pV) OXXX OXXXXO(SHOWN) -- c� � M d xxxx XXXXXX o N f O` U N APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS -0 t o NON—POCKEMO QQQRS TWO (2) TRACK FRAMES NoN—PocKErED DooRs THREE U TRACK FRAMES ti : Oz I a. 7 t7 CL M 0 9 4 D 0 — c XXXX(SHOWN) -y�-- -{�---� OXXX - ----�-3=----R—•tl.�---- xxxo N� C O� N FL #21848 �@ F-0 o Nn.70592 k OXXXXXXO (SHOWN) ____ �.___ ______ -_ ---- ---- - XXXxxXXX �Q' o f v' drawing no. RmA..:s.��� W12-31 APPROVED CONFIGURATIONc_ ........ \� NON—POCKETED DOORS FOUR (4,) TRACK FRAMES + rrI I I I I�11% sheet 4 of 13 Sealed:1/1112018 �a PX (SHOWN) XP PXXX(SHOWN) ggqa p p XXXP 0 A. O M C0 PXX(SHOWN) 0 ra'y a PXXP S t) � PXXXXXXP (SHOWN) r Cif Cmo g a: 61 z I = �yrZ XXXXP(SHOWN) m u Om N APPROVE CONFIGURATION APPROVED CONFIGURATION m n. POCKET D DD ORc TWO (2) TRACK FRAMES POCKETED DOORS THREE (3) TRACK FRAMES m �Hzi 0 ra. U PXXXX(SHOWN) XXXXP 0 N N O �� o- o- o- o- b b o < cYi I —...._ ���\gyp:•'�OEN �RHo.70592 $ k PXXXXXXXXP (SHOWN) F y� drawing no. APPROVED CONFIGURATIONC �i� `s.......A W12_31 POCKETED DOORS FOUR (4) TRACK FRAMES FL #21848 ��i®�111%I%% sheet 5 of 13 Sealed:1/11/2018 TYPICAL ANCHORS PAIRS S SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS IJ IN PAIRS IN PAIRS N 6�/2- 18Y SEE ELEV. FOR SPACING SEE EL FOR SPACING SEE EIkV. FOR SPACINGZEDGE DIST, WOOD BUCK m _ METAL - -o EDGE STRUCTURES i DIST. o DIST. EDGE a a •S9gis 33 � l2N � Z M� h ANCHOR ACCESS HOLES O ¢ a TO BE COVERED WITH PLASTIC CAP Z y- I F.B.C.APPR'D MULLION .J Z SEE SEPARATE APPROVAL a W S Y III I ii u WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM v C1 i i AND TR TURE. I I 1 I C 01 TYPICAL ANCHORS: SEE ELEV. FOR SPACING O o,.I, i!Q II 11 I O M � i i q it ij 1/4' DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ` ili ! I! I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) N 0 e=m THRU 18Y BUCKS INTO CONC. OR BLOCKS o _ 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) COL m Sc a u 1-3/8" MIN. EMBED INTO GROUT-FILLED BLOCKS (JAMBS) c a O ` !I DIRECTLY INTO CONCRETE OR BLOCKS 04 I i!i! 1-3/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N E F 1-3/8" MIN. EMBED INTO GROUT-FILLED BLOCKS (JAMBS) a DC I q i O W � 'i!i !i!1 - (GRADE 2 CRS) INTO F.B.C. APPROVE OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS i!j! ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN,) 0 it STEEL: 1/8" THK, MIN. (Fy = 36 KSI MIN.) a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) H I ("f�Y�I rJ�tSU�I CRITIC4L EDGE DISTANCE' d © I u u p 3s INTO_Q9NCRETE AND BLACKS = 2-1/2" MIN. STANDARD INTO WOOD STRUCTURE = 1" MIN. m INTO METAL STRUCTURE = 3/4" MIN. 0 • ;", 2A WOOD AT HEAD OR JAMBS SG - 0.55 MIN. I'L #2184$ g CONCRETE AT HEAD, SILL OR JAMBS 1'c 3000 P51 MIN. 11%1%rnI11- -.-------• •. C-90 HOLLOW/FILLED BLOCK AT JAMBS em = 2000 PSI MIN. �� � a _8...__..._.._ . .� ?. a' HIGH STRENGTH GROUT5000 PSI -•EDGE DIST.;+__„ ^ NOT BY ASSURA MIN. ' No.70592 �. WEEPHOLES MUST TRANSFER SHEAR = LOADS TO STRUCTURE Wt = (6) 1• WEEP NOTCH AT EACH END OF SILL S SHIMS OPnONAL - - - W2 - (6) 1" WEEP NOTCH AT EACH END OF SILL B F drawing no. TYPICAL ANCTIoIzs s RtoR ' .SEE ELEV. FOR SPACING W12-31'' ij1�®®��gb. ` TWO (� TRACK DOOR DETAILS �1/111 IttY11` meet fi oft Sealed:1/1 112 01 8 1/4' DOOR HEIGHT MAx. i •PANEL HEIGHT 1 = D.L.OPG. 00.. 23 EXTERIOR o p. I my . 7 �� iocoo=s��•." � u m yyyy HN�ti e x DC, vO �NO �N pN,nyOZ za> m�{zs �•F� N A ❑ Z31,C 1 3/4" timC Ov O ALE T� CF 2 3/A" g f 2 3/4 ALE ALE t 10 o+� C] �N x N 7, O 3 I/2" I—� $L7 t7 tJ H a r co ,./ co n5-15-12 1 nevisions: n SERIES-390 ALUM.SLIDING GLASS DOOR(CALL) AL-FAROOQ CORPORATION cri no o e escn Ion �� ENGINEERS d PRODUCE DEVEI.OPMENi � r 1. i AssU, Windows & Doors, LLC. sa605UNSErDRIVE SOrfE220 �" 1543 N. Poweriine to MIAMI,FLORIDA 33173 (c.Aff.. 3538) C j ,•I may rxao Pompano Beach, Fl. 33069 i TEL.(3o5)264-SIM FAx.c3o6)2az69M W o• , ��7eL(3W)887-2646 Fax. (—)(3W)887-2646 Fax. (—) ( COMP—ANL\YJ72-31Tb1W TYPICAL ANCHORS u IN SINGLE OR DOUBLE ROWS 4ft SEE ELEV.FOR SPACING 1/4'MAX z ie D.L.O. LIGHT REINF. 24 HEAVY REiNF. n, I 1 ................. ............ s 4 S___ @) 0 P 11% ................. .......................... ..........I............. ................ 0 IL 0 ........... z t9 A a 33 1 D.L.O. EXTERIOR PANEL WIDTH 0 so I Bry i 40 WOOD SUCKS o w. TYPICAL ANCHORS w3: IN SINGLE OR DOUBLE ROWS 0•E SEE ELEV.1.11 SPACING -0 Q! r-3!m 1/4'MAX. fU 1/4-MAX. 1/4-MAX. §no SHIMS 0;i a SHIMS SHIMS , = �tn 0. METAL E'STRUCTURE V*0,/4 S FO R 11 SPA CING'S ACING 33 5 2 j 5 33 DOOR WIDTH TYPICAL ANCHORS TYPICAL ANCHORS --IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING No.70m -foo TWO (2) TRACK DOOR DETAILS FL #218 Sealed:1/11/2018 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING n N 1 BY - Z m up 3 WOOD BUCK n 96 EDGE DIST. ED G S 2 1 jp° '' •'a TA�GEjij q 7d • - u � N O. f lip AlU 0: a 4 .4 a JZ2 cl 17 2_4{ i I II li II II i II II i I II I� I� II II p 0 ' II II OO II II It I 0 O:. II I!I I III !I II I�I C9 O� c 4 1 I II II II I,II = 3C= I' O`c I IL 11 C 0 v l ro � I i,i I i I rn pz cg CL I ri I iIi a j i�l i-I i!i i i!II I I I I I II I II II 1 li I III I I C II { IA c � 4 u 17 I 0 ,y a 801 STANDARD 26 FL #21846POURED&_ •� �Jl Q p$yI/✓,n ii��� ... I .. °a ENED HIGH STRENGTH GROUT ,:•'VCEN$F'`••Y,� ��' \ 5; ''•• 2-1 �`f'e 5000 PS MIN. n 'tea I,'L" ' , NOT BY ASSURA WDW. �0• 92 ' AGGERE MUSTLS TO TRANSFER SHEAR TYPICAL ANCHORS '•, drawing no. A TYPICAL ANCHORS T STILE ENDS- �i •• W12-31 �,�� SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING THREE (3) TRACK DOOR DETAILS �, +�;�••••••• •mot,'* F OU AR R (4) TRACK DOOR SIMIL `i�f Pd�Y� l`l cheat 8 of 137 sealed:111112018 TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS F1 SEE ELEV.FOR SPACING ro M 1/4" ' SHIMS Z �6 0 oo 0 TYPICAL ANCHORS --- "'"• AT 14"O.C. LIMB MAX. LOADS TO t60 PSF O J 1" MIN. G rn EDGE DIST. (� y In O \J 24 6 in 'o R m n -- --— --- ---- y v E ................ B19 a° r• rr 8 j .L ae :t:•:x:. L.................... — EXTERIOR 00 1e .�1e 19 g AAd<$1rr���ii r No.IOS92 THREE 3 TRACK DOOR DETAILS �,a- a1o>^: Cy��: FOUR (4) TRACK DOOR SIMILAR FL #21848 ���iit"A 11� sheeE10ot13 Sealed:1/11/2018 ITEM PARTS QUANTITY DESCRIPTION' MATERIAL MANF./SUPPWER/ILEMARX3 _1A TM-3_47 _ 1 2 TRACK FRAME HEAD 6063-TS ,lIY7 M 1B TM-333 1 3 TRACK FRAME HEAD 6083-T6 O 1C TM-336 1 4 TRACK FRAME HEAD - 6063-TS - - - - Q y ZA TM-331 _ 1 2 TRACK FRAME SILL 6063-T6 2B TM-334 1 - 3 TRACK FRAME SILL 6063-T6 - I 2C TM-337 1 4 TRACK FRAME SILL 6063-T8 - O O.e 0 34_ TM-332 _ 2 2 TRACK FRAME JAMB 6063-T6 - a w W� 3B TM-335 _ __ 2 3 TRACK FRAME JAMB 6063-T6 - 3C TM-338_ 2 4 TRACK FRAME JAMB 6063-T6 - S N 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 4A TM-330 1/PANEL PANEL_BOTTOM RAIL(HIGH PROFILE) 6063-TB - Z a 02d liQj 5 TM-322 1 PANEL JAMB STILE 6063-TB 6 TM-323 AS_REQD. STD.INNER INTERLOCK---_ 6063-T8 - ----T--- --- _ 7 ­.--y-_--._.TM-324 _ __A_S REQD. STD.OUTER INTERLOCK ---6083-TB ---4-----Y-J-- Z y� q 8 TM-325 AS REQD. ASTRAGAL STILE 6063-T6 - L9 y t4 9 TM-327 �4/-PANEL GLA21N0_BEA_D(LAM.GLASS) 6063-TO Q LYl 0 9A TM-328 4/PANEL GLA21MG BEAD(LAM.INSUL.GLASS) 6063-TG 10 TM-348 1/FlX,PANEL FIX, PANEL CUP ----^-_-•_--•-_•_�_—____-__6063-T6 11 TM-349 AS REQD, FIX. PANEL CUP COVER -` -. 8083-T6 12 TM-339 2 JAMB COVER 6063-T6 - 13 TM-347 AS REQD, POCKET DOOR HOOK 6063-TB - 14 TM-341 AS REQD. 2'SILL RISER 8063-TG - .. 14A TM-342 AS REQD. 2-3/4-SILL RISER 6063 TS - v M 14B TM-343 AS REQD, 3-1/2"SILL RISER 6063-T6 - $M 9 15A TM-350 _ AS REQD, 2-3/4"SILL RISER 6063-76_ 15B TM-351 AS REQD. 3-1/2"SILL RISER 6063-T6 16 TM-340 AS REQD._ SILL_ANCHOR COVER 6063-T6 - _ 3 17 TM-354 AS REQD. SCREEN TOP&BOTTOM RAIL 6063-T6 - :ll m 18 TM-355 AS REQD. SCREEN STILE 6083-T6 - o O 19 TM-357 AS REQD, OXXO SCREEN STILE __ __ 6083-T6 - M Q Z o TM-358 AS REQD. OXO SCREEN ADAPTER y 6063-T6 - �i p�j M E TM-344 _AS REQD. FRAME HEAD SCREEN ADAPTER(3&4 TRACKS) --6063-T6 - g IL 12 22 TM-345 AS REQD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - C� 23 TM-348 AS REQD. FRAME_JAMB SCREEN ADAPTER(3&4 TRACKS) 6063-T6 24 TM-328 AS REQD. HOLJAW STIFFENER __ _ _ 6063-TB - 25 TM-329 AS REQD. SOLID STIFFENER y - 6063-TB - _26 - _27 010 X 3/4" _ AS REQD. FRAME ASSEMBLY SCREWS —� ST:STEEL PH P SMS o 28 #12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST. STEEL FH SMS - 29 R70 X 1" AS REQD.'""FIX. PANE_L SCREWS,AT 6'FROM ENDS& 24"O.C. MAX. ST.STEEL FPF SMS/TEKS - h PANEL_ ROLLER ASSEMBLY - HSTD SEALANTS: MORTISE HOOK LOCK - _ FASCO_ __ FRAME AND PANEL CORNERS AND INSTALLATION SCREWS -•• 32 E70818KN10ZO 4/LITE•- GLAZING GASKET(7/16"LAM. GLASS) VINYL -ULTRAFAB _ AT'SILL AND'JAMBS SEALED WITH JOINT SEALANT. 32A W32001 4/LRE GLAZINGGA_SKET(9/16"LAM. GLASS) ---VINYL _AMESBURY o p _ p 328 W32011 4/LITE GLAZING GASKET(INSUL. LAM.GLASS) VINYL AMESBURY 33 21315 AS REQD. FIN SEAL P CE W'STRIPPING - ULTRAFAB c° 33A 33371 AS REGO. FIN SEAL PILE W'STRIPPING - ULTRAFAB `,11(1 i11�1f T�J7 34 - AS REDO. BULB W'STRIPPING VINYL 35 - 2/LITE _ SETTING BLOCK,5/16"X 1/2"X 2'LONG EPOM LAMATEK �� � ''vGENBF 35A - 2/LITE SETTING BLOCK, 1/8'X 1/2"X 2-LONG FPDM IAMATEK n 36 - AS REQD. SELF ADHESIVE PILE PAD(1-3/4"% 3-X 3/4') WOOL ULTRAFAB HO'74592 _ 37 - AS REQD. SELF ADHESIVE PILE PAD (1"X 2-7/16'X 1/2') WOOL ULTRAFAB y 38 - AS REQD, SELF ADHESIVE PILE PAD (1-5/8"X 2-7/16-X 1/2') WOOL ULTRAFAB "-'-•-'-----'"' ;. '• BT � drawing no, 39 - AS REQD. SELF ADHESIVE PILE PAD (1/8'X 2-7/16-X 3/4-) WOOL -� ULTRAFAB -- i '• 1°40 A•''' ��•� W 12-31 FL #21848 AL IIIi1111` meet11of1� Sealed:1/11/2018 5.152-- ----- -6.500-.....----- 8.598-.. .289 ��u � n re .078 a .078 .078 1.289 <v 1.269 ❑ ❑ 97 7.289 ❑ ❑ ❑ 7 1.269 - ❑ _ _ _ 7 --ry 1.338 .124 �3 O y .831 .831 .B31 .124 3 1,267 1,267 1.267 .124 Q `SC, ,.82J 00 1.823 a CA 2 TRACK FRAME HEAD 19 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD 5.388 .9.4II -. 6.6937. . 8.791 . 5.548 1.88.419 1.82 8.517 07 Jg ]FO7� 42 .080 _ 42 23 ,078 080 .125 76a2 382 15.142•- gn Q W f ® 2 TRACK FRAME SILL 20 3 TRACK FRAME SILL 20 4 TRACK FRAME SILL -�{ 1.407 r- 2.000 I� 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB = f2 1.573 04 249 O O..F2.004 078L - I 3.062 .078 I� .100�050 .887 - .897 3.895 4.000--�I z 2.069 4.000 y .125 2397--1.7� Q,575 PANEL JAMB STILE 18 SILL ANCHOR COVER 1.� 1.327 1.687 ,125 ,094444�� F�- a a m r! I �.----- � I--ddr.310 1.885 F�-2.441 1.900 .312 -71.2 n Oz a 1.29I 8 062 T .552 ,050 .078 I T �i ai a E" ® PANEL TOP & BOTTOM RAIL Q ASTRAGAL ADAPTER 72fh- �j 00 F y 4000 0 GLAZINGO GBEADE 72 JAMB COVER 24 HOLLOW STIFFENER 25 SOU STIFFENER POCKET DOOR HOOK (TRIMMED) .078 LAMI .750 .750 O �{ .130 .310 .7504.812--__._. I 1.490L7�L I_ .078 1.923 .�--'- -� 079 .062 1 .078 0 2.752 ,078 0 9 ,.7I52 a"-"' 3.502 ,094 2.42E y •-.078 .893 .893 L.062--� GLAZING BEAD -� m O LAM. INSUL. GLASS 893 .662 - - a.000 © STD. INNER INTERLOCK 7.062 1-1.714 15 3.140-• - �- p 1-3/4" SILL RISER 15A 2-3/4" SILL RISER �5j 3-1/2" SILL RISER 13 POCKET ODOR HOOK c .982 1]71 _.......4.000..._._._...� �- .374 --- LL II�3' .094 .094 ,.923 I 10 FIX. PANEL CLIP 0 .094 2.672 .• N0,70592 r.367 '� 1.625 ,893_._. 3.422 -�i 1.407 Fes- .078 I -V" .893 �4' ---3.062-�-I ,OBO � .893 ���n F drowin9 no. ® 11 14 - . �p:�...atuti. y W12-31 BOTTOM RAIL (HIGH PROFILE) �� STD. OUTER INTERLOCK 14A FIX. PANEL CLIP COVER SILL RISER 2-3/4" SILL RISER 14B 3-1/2" SILL RISER FL #21848 ��� `� (9heati2of13 Sealed:1/11/2018 V 2 r N CD J!� > m ob '�•,,a .� ,,�� � a e6-ts-,z revisions: SERIES-390 LM.I,ALUM.SLIDING GLASS DOOR no date escn ion t AL FAROOQ CORPORATION a s'aW 3 8's 1' ENGINEERS&PRODUCT DEVELOPMENT N =, / Assura Windows & Doors, LLC. 9360 SUNSET ORWE,SURE 220 o d,•M= TARIQ 1543 N. Powerline Road MIAML FLORIDA 33173 (C.".3838) �.. vy I W Pompano Becch, FI. 33069 7EL(3M 2644e:WO I"(3M 2626978-+ cbk.bY• i Tel,(ZM)887-2646 Fmc{-) CAMP-ANL\W12-31TMW ;Y AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUC PROVAL EVALUATION RULE CHAPTER#6 20-3• METHOD 1 OPTION D FL 21848 Date:01/10/2018 Detailed Prod <ASSUZRA on Manufactt rer: NDOW &DOORS L C Manuf Eturer Address:1534.N POWERLINE R AD POMPANO BEACH FL33069 Mod? Name:SERIES 390 ALUMINUM SLIDIN GLASS DOOR Ma imum Panel Width:66" M imum Door Height: 109" M ximum Load:+90.0 PSF.-9S.0JPSFargeMissile Impact) In allation Drawin s#W12-31 This product complies YAthe High Velocity Hurricane Zone(HVHZ)testing requirements. Zn ove maximum parameters do not occur simultaneously. See instal drawings for combination of span vs loads and reinforcement type. Comparative analysis used X Yes _No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) NEST 4 i DESCRIP,�TI�ON� TEST�LOG AT ONy� ,TESTREP�ORT ry Tests - qd :� i: e��`�R , a, wt`1<r TES k" t� 5 , ' DA � �„REPORTSealed,by ASTM E283 Air Infiltration Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. Leakage Testing Laboratory ASTM E331 Water Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. OR ASTM 547 Penetration Testing Laboratory &TAS 202 ASTM E330 Uniform Static Air Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. &TAS 202 Press. Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. American Testing 01/26/2015 ATLSF-0219.01-14 Stephen Waiter,P.E. Lab of South Florida. ASTM F842 Forced Entry Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. Testing Laboratory I i 9360 Sunset Drive,Suite 220 Miami,FL 331733 T:305.264.8100 F:305.262.6978 www.afcene.com alfarooa@afcene.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TT DESCRIPTION TEST,LOCATION TEST,REPORT' TEST t Test r„A #t DATE REPORT-# Sealed by . FBC 1626.2 Large Missile Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. (TAS 201&203) Impact&Cyclic Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. American Testing 01/26/2015 ATLSF-0219.01-14 Stephen Waiter,P.E. Lab of South Florida. Under the limitations of the attached installation drawings,to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ,,, p AHQ E `? P . No 70592 :9'• 5T R OF w Javad Ahmad PE#70592 s Sealed:1/11/2018 AI-Farooq Corporation EB#3538 i I I I I i I I I I 9360 Sunset Drive,Suite 220 Miami,FL 331733 T:305.264.8100 F:305.262.6978 www.afcens.com alfarooa@afcens.com